Children’s Hospital Zurich, façade
Zurich, Switzerland
Competition 1st prize 2011-2012
Project 2014-
Commencement 12/2018
Completion of building shell 12/2020
Opening 2.11.2024
Zurich, Switzerland
Competition 1st prize 2011-2012
Project 2014-
Commencement 12/2018
Completion of building shell 12/2020
Opening 2.11.2024
Zurich Children’s Hospital – Eleonorenstiftung, Zurich, Switzerland
ARGE KISPI
Herzog & de Meuron / Gruner AG
Konstantinos Adamakos, Taylan Beyaşahin, Giancarlo Casutt, Enrico Cristini, Damian Dängeli, Heike Egli-Erhart, Meran Hassan, Flavia Hofmeier, Johanna Hohenwarter, Yannik Jaggi, Antje Käser-Wassmer, Luis Looser, Franck Mahler, Dimitrios Mamadas, Jonathan Mazzotta, Kata Aletta Orbán, Carlos Pacheco, Jacqueline Pauli, Fabio Pesavento, Roberto Plaza, Susanna Quaresma, Patrick Raulf, Nico Ros, Christian Rudin, Dario Ruff, Remo Thalmann, Kay Unterer, Sander van Baalen, Robert Vögtlin, André Weis, Ann-Christin Westkamp
The new building for Zurich Children’s Hospital in Lengg, Zurich, encompasses two parcels with the new acute-care hospital located on the southern plot, while the teaching and research building is on the northern plot. With a floor area of 79,215 sqm, the hospital covers the full spectrum of specialist fields in child and adolescent medicine, as well as in paediatric surgery.
The new acute-care hospital is horizontally layered, whereby each floor is shaped by its respective functions: examination and treatment, emergency and intensive care on the ground floor; flexible offices surrounding a central examination and treatment area on the 1st floor; patient rooms on the 2nd floor; a car park, delivery zone and building services equipment underground.
This layering is reflected in the facade, and each storey is structured according to its use. The building’s curves and the storeys’ deep horizontal offsets necessitate a facade that stands in front of the actual support structure as a self-supporting construction. The building shell’s concrete structure protrudes into the facade layer and forms the load-bearing skeleton. The interior and exterior are not always clearly separated; ceiling supports made of insulating concrete and elastomeric bearings allow load transfer from the floor slabs to the facade and vice versa, simultaneously meeting all requirements pertaining to structural physics.
Large sections of the exposed-concrete facade are seamless. The lower section of the facade (1st underground floor and ground floor) is fixed to the foundation and consists of columns, shear walls and braces, onto which the slab above the ground floor also transfers some of its load. The upper section of the facade (1st floor) includes the two balcony areas, which are interconnected by exterior supports and rest on the facade elements beneath. The absence of secondary bending, which this design entails, makes it possible to create unusually large seamless sections.